KELLAM-STALKER RD over DELAWARE RIVER (Route: 0)
Num:1091680x
Posted for load [P]
Built: 1889, Reconstructed: 2018
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Suspension [13]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 117.3 m = 384.9 ft
Main Spans: 1 at 117 m = 383.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 3.4 m = 11.2 ft (1 Lanes) and Out-To-Out: 4.8 m = 15.7 ft for a 3.4 m = 11.2 ft approaching roadway.
Vertical Clearance: 3.98 m = 13.1 ft and Navigational Clearance: 0 = N/A

Location
Fremont [27573]: Sullivan County [105], New York [36]
Owned by State Highway Agency [01], DOT District: 96
HANKINS NY - STALKER PA

Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 10 metric ton = 11.0 tons ()
Inventory: 10 metric ton = 11.0 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 2020 [1120] and Frequency: 12

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.9 km = 0.6 mi
Traffic
ADT: 178 (2018) and Trucks: 3%
Future ADT: 249 (In 2038 )

KELLAM-STALKER RD over DELAWARE RIVER (Route: 0)
Num:35626x
Posted for load [P]
Built: 1889, Reconstructed: 2018
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Suspension [13]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 117.3 m = 384.9 ft
Main Spans: 1 at 117 m = 383.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 3.4 m = 11.2 ft (1 Lanes) and Out-To-Out: 4.8 m = 15.7 ft for a 3.4 m = 11.2 ft approaching roadway.
Vertical Clearance: 3.98 m = 13.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [27573]: Potter County [105], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 96
HANKINS NY - STALKER PA

Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 10 metric ton = 11.0 tons ()
Inventory: 10 metric ton = 11.0 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 2020 [1120] and Frequency: 12

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.9 km = 0.6 mi
Traffic
ADT: 178 (2018) and Trucks: 3%
Future ADT: 249 (In 2038 )

SR 1018 over LITTLE EQUINUNK CRK (Route: 0)
Num:47142x
Open: no restriction [A]
Built: 2012, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 19.8 m = 65.0 ft
Main Spans: 1 at 19.8 m = 65.0 ft
Approach Spans: 0
Skew: 25
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 9.8 m = 32.2 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Manchester [46856]: Wayne County [127], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 4
MANCHESTR TP 5.5M E TR191

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 59.3 metric ton = 65.2 tons (Unknown [F])
Inventory: 37.3 metric ton = 41.0 tons (Unknown [F])

Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 15.9 km = 9.9 mi
Traffic
ADT: 200 (2021) and Trucks: 11%
Future ADT: 344 (In 2032 )